里兹法
各向同性
纽马克贝塔法
结构工程
材料科学
运动方程
刚度
瞬态响应
多孔性
偏转(物理)
有限元法
数学分析
复合材料
数学
工程类
物理
经典力学
边值问题
电气工程
量子力学
作者
Nuttawit Wattanasakulpong,Suppakit Eiadtrong
标识
DOI:10.1142/s0219455423500396
摘要
This study examined the transient or dynamic response of sandwich plates with a functionally graded porous core under the action of time-dependent loads. The plates had two isotropic faces at the top and bottom layers, and the middle layer was made of an open-cell material with functionally graded internal pores. By using the first-order shear deformation theory, the equations of motion used to describe the dynamic behavior of the plates were applied to generate accurate results with less computational effort. To solve the equations of motion, the Ritz method based on the Jacobi polynomials for the admissible displacements, cooperating with the time integration of Newmark, was used to find out the dynamic response of the plates. The results of the numerical experiments revealed that the plates carrying a larger number of internal pores at the middle zone of the core had a great improvement in flexural stiffness, providing less deflection under dynamic loads. The observed results of the plates’ dynamic behavior related to the effects of the porosity coefficient, plate’s geometrical ratio, dynamic loading types, porous distributions of the core, etc. are shown in the form of graphs and tables, which can be used as a benchmark for future research.
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